Integrated Collaborative Control of "Shielding-Filling-Grouting" of 1 km Deep Large-Section Roadways: A Case Study

Effective control of deformation failure of surrounding rock in deep roadway has become an important prerequisite for the safe and efficient development of deep coal resources. In this study, the field measurement of the study area's in-situ stress was carried out for the specific engineering geological conditions of the KCM -967 m level west-wing main track roadway. The west-wing main track roadway's full-section deformation failure features were summarized and analyzed, and the main roadway's surrounding rock nonlinear deformation failure mechanism was revealed from the perspective of elastoplastic mechanics. Based on that, a set of highly targeted integrated collaborative control technology of "shielding-filling-grouting" system was proposed. The industrial field test revealed that, after the above integrated collaborative control scheme was adopted, there was no strong deformation failure on the surface of the main roadway surrounding rock and deep rock mass, which played the role of active and passive support collaborative control, reduced the subsequent repeated repair and maintenance workload of the roadway, and satisfied the needs of long-term safe and efficient production of the mine. The results obtained provide a reference for the control of surrounding rock of deep and large-section roadways in other mining areas.